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I <br /> I <br /> ROAD <br /> CONSTRUCTION $ • t , <br /> AHEAD I I [ <br /> (w20-1) <br /> 1 <br /> I <br /> SEE NOTE 1 <br /> ONE LANE <br /> ROAD <br /> AHEAD ; <br /> \_ (w20-4) SEE NOTE 1 <br /> (w20-7 A) SEE (NOTE 1 <br /> Olt, <br /> O <br /> WORK AREA <br /> at <br /> k JPACING <br /> ROLL p <br /> g (MIN 50' MAX 100') <br /> IQ [ <br /> TABLE A 1o /All CONE SPACING BUFFER <br /> (MPH) (Fr) SPACING E 1W1 TRUCK WITH <br /> TANGENT TAPER (Fr) I FLASHING OR WITH <br /> Q BEACON <br /> ,,, <br /> 25 25 55 <br /> 30 30 65 II <br /> 35 35 20 120 <br /> 40 40 170 <br /> 45 45 220 BUFFER SPACE <br /> ] , <br /> SEE TABLE <br /> NOTE: o <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100' 10_ FOR RESIDENTIAL STREETS (25 MPH), AND FLAGGIN TAPER <br /> ? 350' FOR ARTERIAL ROADWAYS j 0 (MIN 50' MAX 100') <br /> j (5 CONE MIN) <br /> a 2. FLASHING BEACON SHALL BE INSTALLED AT �• <br /> S EACH SIGN FOR NIGHT-TIME USE <br /> ✓ (OPTIONAL). 0 I <br /> 3. DISTANCES MAY VARY AS APPROVED BY <br /> a THE ENGINEER. I SEE NOTE 1 <br /> H. 4. FLAGGERS REQUIRED TO CONTROL TRAFFIC • <br /> G �— <br /> WHENEVER THE CONTRACTOR MUST \ (W20-7 A) <br /> INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> WORK SITE WITH MATERIALS OR EQUIPMENT. SEE NOTE 1 <br /> I i <br /> 5. SIGN SIZE PER MUTCD. ONE LANE <br /> IrT#• ROAD , <br /> a 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. li ;1 AHEAD <br /> LL. FOR SPECIFIC INFORMATION ON TRAFFIC 4) <br /> CONTROL PLANS SEE CURRENT MUTCD. I SEE NOTE 1 <br /> vt <br /> LEGEND: ROAD <br /> a 1 'CONSTRUCTION <br /> ✓ 1 CONE OR CHANNELIZING DEVICE _ AHEAD <br /> (SEE STD 702) (w20-1) <br /> L , <br /> Z <br /> Z. <br /> 1 <br /> CITY OF EVERETT Traffic Control Plan 12-24-2003 4 <br /> /,= PUBLIC WORKS 2 Lane Roadway: One Lane Closed <br /> 'EVERETT ENGINEERING & PUBLIC With Alternating_ One—Way Traffic 701A <br /> „. SERVICES DEPARTMENT and Flaggers number <br /> Nater Main Replacement"Q"- Broadway APPENDI A-COE STD DWGS July 8,2Ulb <br />